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Conalder the glven beam and loading where P 1s klp 2.3 kipst 6 ft 3 ft 6 ft References eBook& Resources Section Break DmicuRy12.50 points Required information From the Sgures given below, identy the correct shear diagram and determine the maximum abs

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KAn Shur Locali RAv RAvtR 30 Σ la =0キ2.SY 6x.6t!Sx7 _ RBNS20 /5ズ-X Shoon See もns 알 Shear Porce Tmax

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